Revise sections as follows.
For any building assigned to Seismic Design Category B, C D, E or F with a structural system that includes concrete or reinforced masonry walls with a flexible roof diaphragm, the alteration work shall include installation of wall anchors at the roof line of all subject buildings and at the floor lines of unreinforced masonry buildings unless an evaluation demonstrates compliance of existing wall anchorage. Reduced seismic forces shall be permitted.
780 CMR, ch. 34, pt. 1, 307, [BS] 906.4